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Protection of Timber from Combustion and Burning Using Alkaline Aluminosilicate-Based Coatings Pavel Krivenko1, a, Sergii Guzii1, b, Anastasia Kravchenko1, c 1Kyiv National University of Civil Engineering and Architecture, V.D.
Krivenko, Wood protection from burining using the geopolymer compositions /Building materials, products and sanitary engineering: Collection of scientific publications, Кyiv, No 41, 2011, pp. 56-64
Guziy, Fireproof coatings on the basis of alkaline aluminum silicate systems, Developments in Strategic Materials: Ceramic Engineering and Science Proceedings, Vol. 29, Issue 10, 2009, pp. 129–142
Building materials, products and sanitary engineering: Collection of scientific publications, Kyiv, No 44, 2012, pp. 52-60
Terenchuk, Study of physical properties of alkaline aluminosilicate suspensions after cavitation treatment, News of NTU “KhPI”, Collection of scientific publications, Specifal Issue “Chemistry, chemical engineering and ecology”, Kharkov, Ukraine: NTU “KhPI”, No 65, 2010, pp. 119-126

Study on the stress and strain of EPS silt light-weight soil by laboratory test Yong Feng a , Yubin Pei b School of Civil Engineering,Henan University of Technology,Zhengzhou ,Henan,China a51433719@qq.com, b874769620@qq.com Keywords: EPS silt mixed lightweight soil; Stress and strain; Laboratory test Abstract.
Introduction EPS technology silt mixing light-weight soil from a new point of view that the sludge as a resource, by adding the waste foamed polystyrene, curing agent, mixture mixing and has a certain strength, lightweight synthetic packing. due to its stable physical properties, won't produce the soil pollution problem, at the same time, the technology can be abandoned foamed material and silt into high quality filling construction materials, To waste recycling is the environmental geotechnical engineering is on the rise and development of one of the main research direction.
This article mainly USES the indoor experiment study of the stress-strain relationship, is the purpose of the study for EPS silt mixed lightweight soil engineering application provides reasonable geotechnical parameters, for the selection, preparation has a clear service engineering properties of EPS silt mixing light-weight soil, can be widely applied to facilitate the green technology.
References [1] Kamaluddin, M., Balasubramanium.A.S., Overconsolidated behavior of cement treated soft clay, Proceedings of Tenth Asian Regional Conference on Soil Mechanics and Foundation Engineering, DunodDunod ,2006,44:407-412

Smith1, and Jian Feng Zhang1 1School of Engineering, University of Newcastle, Callaghan NSW 2308, Australia 2Australian Centre for Neutron Scattering, ANSTO, Kirrawee NSW 2232, Australia 3European Spallation Source, 22363 Lund Sweeden aChristopher.Wensrich@newcastle.edu.au Keywords: Neutron diffraction; Granular mechanics; Force chains.
Background Granular materials are ubiquitous in both nature and engineering as the most dominant form of matter on the surface of the planet.
The mechanics of these materials is complex, having properties that span the range of solids, liquids and gases depending on the situation [1]; they can resist large loads as foundations for civil engineering structures, be poured from a container like a liquid or act like a gas when fluidised (e.g. [2,3]).
Chemical Engineering Science Vol. 45(11) (1990), p. 3233-3245
Kolymbas: Introduction to Hypoplasticity: Advances in Geotechnical Engineering and Tunnelling 1 (Vol. 1).

Correlation of Electrical Resistivity and SPT-N value from Standard Penetration Test (SPT) of Sandy Soil Khairul Anwar Hatta, Syed Baharom Azahar Syed Osman Civil Engineering Department, University Teknologi PETRONAS Tronoh, Perak, Malaysia nua_da_kewell@yahoo.com, sybaharom@petronas.com.my, Keywords: Electrical resistivity method, 1-D (VES), SPT-N value, Standard Penetration Test.
In-situ samples are acquired through soil sampling (i.e. boring, excavating) and then subjected to various laboratory test to determine soil properties for soil classification such as moisture content, specific gravity, Atterberg limits, etc. and also soil engineering properties.
Fig 1: Variation of soil resistivity with volumetric water content for different soil type (Samouëlian et al., 2004) [8] Fig 2: Example soil resistivity with gravimetric water content for unspecified selected soil (Kibria & Hossain, 2012) [6] Research Methodology The method was designed based on the actual engineering application.
Emphasize here are the laboratory tests on physical properties and engineering properties of in-situ samples.
M.S.(2012): Investigation of Geotechnical Parameters Affecting Electrical Resistivity of Compacted Clays, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 138.

Shafigullin2,c*, Roman Rinberg3,d and Azat Gabrakhmanov2,e 1Kazan State University of Architecture and Engineering, 420043, Republic of Tatarstan, Kazan, ul.
Polymer engineers have no common toolkit to design these materials with a target durability [7].
All results have to be reproducible to make it possible for engineers to study probability of material failure [6].
Abstract doctor of Technical Sciences (Kazan: Kazan State University of Architecture and Civil Engineering) p 32 [6] Information at https://www.binder-world.com [7] L.N.
Nizamova, Aspects of using accelerated weather testing methods for polymeric materials, IOP Conference Series: Materials Science and Engineering. 412 (2018) 012069 [8] Belinsky V.A.

Introduction Al-Cu-Mg alloy is widely used on aerospace industry and is developed on civil industry due to high strength and low weight.
Jayaganthan, A study on the mechanical properties of cryorolled Al-Mg-Si alloy, Materials Science and Engineering A. 480 (2008) 299-305
Jayaganthan, Effect of rolling temperature on microstructure and mechanical properties of 6063 Al alloy, Materials Science and Engineering A. 492 (2008) 300-305
Kong, Mechanical properties of Al–Mg–Si alloy sheets produced using asymmetric cryorolling and ageing treatment, Materials Science and Engineering A. 568 (2013) 212-218
Cintho, Natural aging behavior of AA7050 Al alloy after cryogenic rolling, Materials Science and Engineering A. 593(2014)1-7

Tab2-1 Division of expert weight Level First level Second level Third level Expert level 1. expert in meteorology 2.meteorology Engineer or transport Engineer 3.director 1.assistant engineer in transport /meteorology 2.senior researcher 3.senior supervisor 1. meteorology Technician 2. intern in meteorology 3. intermediate supervisor Expert weight 1.0 0.85 0.7 Level standards of probability and incident losses of risk factors.
Engineering Science, 2003, 5(1): 89-94
Tongji University School of Civil Engineering, Master's degree thesis, 2008.

Jayakumar, “Thermo Mechanical Axial-Torsion Testing to Assess Workability Modelling Using Finite Element Method and Experimental Validation”, International Journal of Metallurgical Engineering, vol.2, pp 214-220, 2013
American J. of Engineering and applied Sciences. 3 740-8
Earthquake Engineering and Structural Dynamics, Vol. 30 (2001), p.149-171
Structure and Infrastructure Engineering, Vol. 6 (2010), p. 611-619
Dynamic Monitoring of Civil Engineering Structures.

Damage Identification of Elastic Plate Based on Strain Mode Wavelet Analysis Deqing Guan 1, a, Hongwei Ying 2, b and Xiaolin Zhong 3,c 1,2,3School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha 410076, China acsgdq@126.com, byinghongwei624@126.com, czhongxiaolin-257@163.com Keywords: Damage identification, Elastic plate, Strain mode, Wavelet analysis Abstract: By means of the wavelet analysis theory, the damage identification of elastic plate was studied.
Therefore, the research of the damage identification method of plate-like structures not only has important theoretical significance but also a valuable reference for engineering application.
This method can easily be extended to other types of different constraints and different types of elastic plate injury of the damage identification problems, thus, in practice engineering, this method may be useful for other types of damage identification of plate-like structures.
Roeck Guido, Weixin Ren: Journal of Structural Engineering Vol.128 (2002), p. 96-104
Wang: Journal of Engineering Mechanics, ASCE Vol. 124 (1998), p. 152-157

Tuncan1 1Anadolu University, Department of Civil Engineering, Iki Eylul Campus, 26555 Eskisehir, Turkey 2 Anadolu University, Department of Materials Science and Engineering, Iki Eylul Campus, 26555 Eskisehir, Turkey Keywords: Filler glass, Addition, Concrete, Mechanical properties Abstract.
The filler glass produced at the Department of Materials Science and Engineering of Anadolu University was used in the current study.
Turan: Key Engineering Materials, Vols. 206-213, (2002), p 2105 [9] M.
Yalcin: Proceedings of the Eleventh International Offshore and Polar Engineering Conference, Norway (2001), p. 146 [10] ASTM C 39-84 standard (1991) [11] ASTM C 597-83 standard (1991) [12] ASTM C 642-82 standard (1991) 3.10 3.15 3.20 3.25 3.30 3.35 3.40 3.45 3.50 3.55 Control 5 10 15 Filler Glass (FG), % Water Absorption (%) 28 Days 56 Days 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 Control 5 10 15 Filler Glass (FG), % The Cofficient of Capillary Permeability (x10 -6 cm 2 /sn) 28 Days 56 Days